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Reference Documents - MCU24 0141 & OPW24 0184 [As Published]
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EXISTING LEGEND
SUBJECT PROPERTY BOUNDARY
4.00 MAJOR CONTOUR
MINOR CONTOUR
SEWER MAIN DN150 AC
CM
WATER MAIN DN150 AC DR
U/G TELECOMMS
O/H ELECTRICITY
STORMWATER
FENCE
PROPOSED LEGEND 11.500
MATCH NEATLY TO 10.700 11.4
CONCRETE DRIVEWAY CROSSOVER 00
3.60m WIDE CROSSOVER. EXISTING PAVEMENT
DRIVEWAY AND CROSSOVER TYPE A
INTERNAL CONCRETE DRIVEWAY REPLACE KERB AND CHANNEL TYPE
IN ACCORDANCE WITH IPWEA RS-051 400
CONCRETE PATH
M1 MATCHING NEATLY TO EXISTING 11.
1.80
DR
00
10
LEO AL .5
.7
DWELLING
LEY RO
00
11
11.
E (OH)
10.50 AD
500
LANDSCAPE 5.2 0
0
ACO K200 GRATED
STORMWATER 00
DRAIN BOLT DOWN 3.60 .6
10
11
50.00 MAJOR CONTOUR 0.50m INTERVAL
SE
.4
(OR APPROVED EQUIVALENT) WS 11.200
0
MINOR CONTOUR 0.10m INTERVAL
0
RETAINING WALL DR
20.000 SURFACE LEVEL 300mm x 300mm BUNDED BIN WASH DOWN SUMP. 0
10.20 0
3% CROSSFALL/SLOPE PROVIDE HOSE COCK AND CONNECT WASTE TO 10.00 0 .3
0 11
SEWER. REFER HYDRAULICS PLANS FOR DETAILS 9.800
NOTES:
2.50 10.800
1. FOR GENERAL NOTES REFER DRG C-00010. 11
2. FOR CONCRETE DRIVEWAY AND FOOTPATH COLOURS & 10.900 11 .300 E (OH)
11 .200
1.20
10.500
FINISHES REFER TO LANDSCAPE ARCHITECT PLANS 11..100
10.800
10.
000
10.900
10.900
500
CM
8x MOTORBIKE PARKS IN 10.900
ACCORDANCE WITH AS2890.1
11.00
CP FFL 10.925
SP115737
10.900
10.900
.100
.2
.3
.4
.0
11.5
.600
11
11.
11.500
6
11.5
00
11
10.900
.80
900
.9
00
11.800
11.900
11.
12
12.0
0
00
.8
.100
NOTE: 11
00
SE
ALL DISTURBED AREAS IN THE VERGE TO BE
TOP SOILED AND TURFED ON COMPLETION. 10.900
SE
FOR SUBJECT SITE TURF, PLANTING AND DR
STABILISATION REFER TO LANDSCAPE 10.900
ARCHITECT PLANS. EXTENT OF SEWER AND 6.00m WIDE CROSSOVER.
STORMWATER EASEMENT DRIVEWAY AND CROSSOVER TYPE A
10.700
10.
IN ACCORDANCE WITH IPWEA RS-051
10.
10.800
6.00
10.900
600
500
MATCH NEATLY TO
10.900
EXISTING PAVEMENT
11.00
WATER CONNECTION DETAIL
ACTION
REFER TO SEWER, WATER
FFL 10.925
AND HYDRAULIC PLANS
3.00
10.900
10
10.900 10.8
00.800
.9
STREET
.500
00
10.500
BOLLARD AND LINEMARKING 10 00
10.7
10
10.6
.90
IN ACCORDANCE WITH AS2890.6
800
900
10.8
10.900
0
2.40 10.900 10.
10.
00
20
RP171235 6.00m WIDE CROSSOVER.
10.800
DR DR .800 DRIVEWAY AND CROSSOVER TYPE A
EMT1M0 2.60 IN ACCORDANCE WITH IPWEA RS-051
MCH4540
6.00
2.60
10.700 MATCH NEATLY TO
5.40
PWD PARKING LINEMARKING EXISTING PAVEMENT
AND DIMENSIONS IN
10.100 10.700
5.40
10
ACCORDANCE WITH AS2890.6
.3
00
10.200 10.600
10.000
10.0
DR REPLACE KERB AND CHANNEL TYPE
10.2000
0
DRIVEWAY INSTALL WHEEL STOPS IN M1 MATCHING NEATLY TO EXISTING
10.10
ACCORDANCE WITH AS2890.1
ASSUMED 50mm LEVEL 10.100 CP
CHANGE 25mm STEP & 25mm PROPOSED TREATMENT DR
SP137629
RAMP TO GARAGE EDGE SWALE CM
EXISTING SEWER HOUSE
UNIT CONNECTION REFER TO
10.00DRG
0 C-00501 FOR DETAILS
1% (VARIES)
CONVERT EXISTING STORMWATER MANHOLE.
REPLACE TOP WITH CONVERTER
SLAB AND 900X900 GRATED INLET
TYPICAL DRIVEWAY CROSS SECTION
SCALE 1:50
CLIENT PROJECT DRAWING
APPROVED DRAWN JW STATUS FOR APPROVAL
CHARLES COOK ABODA DESIGN GROUP SMALL INDUSTRIAL TENANCIES DEVELOPMENT SITE PLAN N
RPEQ NO. 8480 DESIGN JW
APPROVED DATE 0m 5 10 PROJECT NO. DRAWING NO. REV NO.
CHECK CC 4 LEO ALLEY RD, W E
A ISSUED FOR APPROVAL 30.10.24 CC 30.10.24 A1 1:200
SIGNED NOOSAVILLE, QLD 240127 OPW-C-00301 A
P1 ISSUED FOR DISCUSSION 02.10.24 CC COPYRIGHT © All rights reserved. CIVIL | PROJECT MANAGEMENT | TECHNICAL SERVICES
This work is copyright and cannot be reproduced
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REV DESCRIPTION DATE APPR. or copied in any form without the prior consent
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